摘要
通过对刘桥二矿井巷工程地质条件的初步研究 ,着重讨论了矿区现今地应力、围岩岩体质量、层滑构造等影响井巷围岩稳定性的重要因素 。
By primary study on engineering conditions of tunnels in Liuqiao , the factors including stress nowadays, rock mass quality and layer slip structure that influence tunnel stability greatly have been discussed. Besides, the tunnel stability has been preliminarily evaluated.
出处
《淮南工业学院学报》
2001年第2期5-8,共4页
Journal of Huainan Institute of Technology(Natural Science)
